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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGFloc da.Building. Code 01�iv, Page 1 d 4 '• `` SCANNED,, BY St Lucie County BCISHome, Cdg.ln , User'Regis"Von Hot Topics } Submit;Surcharp y stats a Facts. I'Publieatlons f FBCStaff f BCISSIte Map j Links i�SearcI) � tProduct,Approval USER: PubiicWs r "r , tact Ruc 'oval Ngn�j-i. o tct 6r �a tic_ gr_;,`iG.{i,(t >�&WK4jcn�SS.>Appncation Detail % FL Application -Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized `Slgnature Technlcal Representative Ad dress/Phone/E mall. gUality:Assurance Representative Address/Phone/Email category Subcategory` Compliance. Method Florida, Engineer or Architect Name who developed the Evaluation Report Florida License Quality.Assurance Entity Quality Assurance,Contract Expiration Date Validated e' 'certificate;of Independence FL=17022-R7 Revision 2017 Approved 08/16/2017v. date reapply 08/21/17 4r, < Extreme Metal Fabricators, LLC 2160 SW; Poma Drive Palrii City', FL34990 (772)872-8034 flv6lidation0liyahoo.co m Richard McKuhen fivalidation 0yah9o.com Richard McKuhen 216.0 SW Portia Drive Palm City; FL 34990 j Z72)672-8034 richard 6emfab:net Roofing Metal Roofing RECEIVED JAN 1 2 2018 ST. Lucie county, Farr Itting �� o I - X% Evaluation Reporffrom a Florida Registered. Architect or a Licensed Florida Professional Engineer ir...l Evaluation Report Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications; Inc. 64/22/2024 Zachary R. Priest, P,E. W'Validatlon Checklist- Hardcopy'Received EL1,77022 R7 .COT FL 17QU1 s V CRIMP ssr,ndf Referericed:Standard and Year (oP'Stan'dard) Standard TAS 125 U,L 1897 U'L 580 Equivalence of ProduetStandards Certified By Sections from the Code Year 2003 2012 2066 http://www.floridabuilding-.org/pr/pr_app; 1/8/2018 Flor da.Building Code Onlir Page 2 of 4 Product Approval Method Method 1 Option D Date'Su bmltted 08/18/2017 Date Validated '08/25/2017 Date -Pending FBC,Approyal 08/28/2017 Date;Approved 10/10/2017 Summary Products r �� I FL:#, Model„ Number o.r Name Description 17022 1 I 1 - "5V Crimp,"'(R6) Limrts;of for ' yed use�in HVHZ: No roved for use outside HVHZ: Yes Impact Resistant: No. Desigq Pressure: +N/A/ -Table A Other: Referto evaluation report for conditions, Install the. assembly Ih compliance with the`installation method listed In this report and applicable code sections of `FBC, Refer to manufacturers Installation Instructions. 17022,2 I2 - "Sv Crimp" (116) Limits of. Use Approved for use in HVHZ,:. No Approved for Use outside HVHZ:'Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Referto evaluation report for condltlons;Instal I the assembly in compliance with the Installation method listed In this report and Applicable'code sections of'FBC. 'Refer;to manufacturers installation instructions.. 26,Gauge steel; 3/6" rib :height, 24"wlde lapped roof panel mechanically attached to-15/32" Plywood or Wood Deck with fasten ers I nstallatio n 'I nstrucitio ns FL17022 R7 II FIL 17022:1 ti V'CRIhIP ssr.NU Verified By: Locke -Bowden, P.E. 49704 Created by IndepehdentTWd Partyi Yes Evaluation Reports FL17022 'R7 'AE Fl..17022.1. 5 V CRIMP ssr,nidf Created bylnde.pendentThird Party: Yes 0.032" Aluminum, 3/8" Rib height;,21" wide lapped roof panel, mechanically attached to 15/32"'plywood or Wood Deck with exposed fasteners Installation I Verified By: Locke Bowden; P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2` 5 V CRIMP 0:032 ALUM :ssr_pdf Created by.IndependentThird Party! Yes 17022,3 3 "1;5" Mechanical Seam" (R5) 1,5" rib height; 16" wide, 24 gauge steel, standing seam` roof panel mechanically attached to 15/32" plywood or wood deck with clips and fastener;. Limits' of Use Installation Instructions Approved for use in HVHZ: No FiZQ2Q.7 xS Fl7Q22 3�.t SLR Cy9T� 3l .Approved for.use outside HVHZ: Yes seam 24ga sr,pdf Impact Resistant: No Verified By.: Locke Bowden, P,E. 49704 Design, Pressure: +N/A/=Table A Created by Independent Third Party: Yes Other: Refer toevaluationrepo rfforconditionsand Evaluation Reports limitations of use -Install the.assembly In compliance with OL17022._R7_AE_ rL 170223_1,5 MECHANICAL theinstallation method listed in this'report and applicable seam _2 a 'ssrAdf code sections,of FBC. Refer to> manufacturer''s'installation Created by Independent Third Party:, Yes Instructions. 17022.4 14 - "1.5" Mechanical Seam" (IRS) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant:. No Design`Pressure: +N/A/-fableA Other: Refer to evaluation .report for conditions.and limitations,of use. Install the assembly In"compliance with the Installation method listed in. this report and applicable code sectlons:bf FBC. Refer to manufacturer's Installation Instructions. 17022.5. 15 - "1 in. Nall Strip (RS) Limits of Use Approved for use in HVHZ: No Approved far use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A other: Refertoevaluation report for conditions and limitations of use. Install the assembly In compliance with 1.5" rib height, 16" wide,-0.032" aluminum, standing seam roof panel mechanically attached.to 15/32"'plywood;or )hood Deck with clips and fasteners. Installation Instructions FL17022 .R7 II fL 17022,4 MECHANCIAL SEAM ALUi_tINUhi sr,.pLif Verified. By, Locke Bowden, P.E. 49704 Created by -Independent Third Party: Yes Evaluation Reports FL17022 R7_AE -FL. 7 7022 4 M_ECHANCIAIL EAM ALUMIfIUM ssr...PA Created by Independent Third Party: Yes d" rib height, 16' wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or %loon deck with fasteners. Installation Instructions FL17022 R7 II 'FL. 17022.5_1.0 NAILSTRIP ss�df Verified By: Locke BowW7en, P.E. 49704 Created by Independent Third Party:'Yes Evaluation Reports FL1702.2_R7 RG_FL 17022 S. 1_0'NAILSTRIP ssr.Ddf Cleated by Independent Third Party: Yes 'http://mww floridabuildiiig.orglpr/pi_app_dtl.,aspx?param=wGEVXQwtDgv2aBQpHpQQe... 1/8/201.8 Palen City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida ProductApproval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength:50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to ,penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC c.150 . See,Fastgner attachment specifications above Install Details: Table'A 'Allowable'L ads, METHOD 1 '_., „ METHOD 2 METHOD 3 METHOD 4. ;DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING.. _.. .... _ _ . .._ 16" o c. .._._10" O.C. 8" O.C. 6" o.c. . • FASTENER SPACING,_ (ALONG Panel wi th) ``; 12" o.c., 12" o.c.. 12" o.c. 12" O.C. FASTENER SIZE #9 #10 010 #10 Reference Data: ARCHITECTURAL TES TI , INC. T D#: 1527 UL 580-06 & 1897-041 Test Rep 03893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test, Report DO5893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897�,1� *Design pressure margin of safety 2:1 Locke Bowden, P:E. does not have, not will acquire a financial in 11 ar��F�eq��ti4�►m�%facturing or distributing products Under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& cooipari11umkilifaturem, or distributing products under this report. m SA � FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. 15/32" or greater Plywood, or Nbod plank 'I2' 2- 318" Panel Overlap QP7€+3h;€AL STRI#aT€D{uS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 99 x 1-1/2" Min. or #10 x 1-1/2" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel VUdth Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -V1bod plank